Loading...
1674 Maritime Oak Dr FFE SurveyF. B. NOTES D.C. N/A DR. BY BRB DIR. P:\2017 (81358) ORDEf NO. 164867-FNL FILE 81803 MAP SHOWING BOUNDARY SURVEY OF L 0 T 123 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: TOLL BROTHERS, INC. RECEIVED JUL 13 2018 Building Department City of Atlantic Beach, FL CURVE DATA C2 N06'21'25"W CH = 43.07' R = 335.00' A = 43.10' m D � \ A= 07.22'18" , g- mm L 0 T 1 2 2 zD TELEPHONE WATER RISER BOX METER S89'27'38"E 100.22' (-2.7' tD5' ------------- B. R. tD ., --- WATER ED . METER 8.0'- 40.6' I .1 z I w �d> D I mn N o f m 0.7' $10, "i n 0 ml `°o r ?0 TWO STORY WOOD FRAMEmI � RESIDENCE AR 1za' -+A.D. &0.7* #1674 no 2' 0 F.F.E.=(14.40) F D CONC. P.R.M. m _D z 848 P.C. m v 13 �r _ Zz t �+ O 61.4' N p,RC J O ' N 4x4 CONC 18.6 O \ v A/C CP L — --------------- 0 —1 �I WATER \ METER N89'27'38"W 104.67' (BEARING BASE) TELEPHONE WATER HAND HOLE METER L 0 T 1 2 4 \ o. CURVE DATA C1 R. �. S11'3232"E Q CH = 61.36' R = 235.00' BENCHMARK: A = 61.53' FND NAIL & DISK A = 1500'10" LB 3848 AT (. P.C.P. IN FRONT OF LOT 93 ON MARITIME OAK DRIVE ELEVATION: (10.86) ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 NOTE: SIDE/FRONT TIES ARE TO THE FOUNDATION. FINAL; W.O.# 164867; 07-07-18 (FIELD) FOUNDATION; W.O.# 1580)7; 09-01-17 (FIELD) LOT & HOUSE STAKE OU (GOOD-SET F.F.E.); W.O.# 157685; 08-05-17 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. O -FOUND 5/8" IRON ROD; LB #3848 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT M Y BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAD SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 FND. = FOUND e I.D. = IDENTIFICATION (.P.P) TYPICAL n CONC = CONCRETE A/C = AIR CONDITIONER BOC BACK OF CURB THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - Jc - = IRON PIPE I.R. =RON ROD N.G. NATURAL GROUND TW TOP OF WALL SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET =4 - o = DELTA ANGLE CH = CHORD = BW = BOTTOM OF WALL P.T. = POINT OF TANGENCY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL A = ARC LENGTH P.C.P. = PERMANENT CONTROL POINT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. (C) RADIUS CALCULATED (D) = DEED P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE - _ SURVEY NOT VALID UNLESS-EMBOSSED BY SEAL AMERICAN SURVEYORS P = PLAT R; RADIAL LINE B.R.L. = BUILDING RESTRICTION LINE F.P.&L= FLORIDA POWER & LIGHT JAMES D.- HARRISON , JR.,No. -2647 OF FLORIDA, INC. = � CENTER LINE R/W = RIGHT-OF-WAY (A) = ACTUAL = WITNESS F.F.E. =FINISH FLOOR ELEVATIO —x- = FENCE LB =LICENSED BUSINESS NGVD = NATIONAL GEODETIC VERTICAL DATUM NAVD = NORTH AMERICAN VERTICAL DATUM^_(f . F,.6421� MICHA&L. GARRM_ kA a�/ SCALE 1 =20(W) - / 9 W = WIDTH D DEPTH MES = M TERED END SECTION P.I. = POINT OF INTERSECTION EOW = EDGE OF WATER TOB =TOP OF BANK ,r"'� DATE 04-24-17 A ,REGF$TERED� $ YOR � MAPPER - _ 8 (FLOR . T _ F. B. NOTES D.C. N/A DR. BY BRB DIR. P:\2017 (81358) ORDEf NO. 164867-FNL FILE 81803